CN105525558B - The compound wood box construction and its construction method of indoor interim ice stadium ice face supporting - Google Patents
The compound wood box construction and its construction method of indoor interim ice stadium ice face supporting Download PDFInfo
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- CN105525558B CN105525558B CN201511002155.XA CN201511002155A CN105525558B CN 105525558 B CN105525558 B CN 105525558B CN 201511002155 A CN201511002155 A CN 201511002155A CN 105525558 B CN105525558 B CN 105525558B
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C13/00—Pavings or foundations specially adapted for playgrounds or sports grounds; Drainage, irrigation or heating of sports grounds
- E01C13/10—Pavings or foundations specially adapted for playgrounds or sports grounds; Drainage, irrigation or heating of sports grounds for artificial surfaces for outdoor or indoor practice of snow or ice sports
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Abstract
A kind of indoor interim ice stadium ice face supports compound wood box construction and its construction method, and structure includes the wooden case unit of planar spelling group, and wooden case unit includes upper strata panel, lower floor's panel, main floor, secondary floor, flexible insulant material and hinged-support.The flat shape of wooden case unit is square, and main floor is arranged at four sides of wooden case unit, and secondary floor is arranged at intervals in wooden case unit interior parallel, and flexible insulant material is filled with area's lattice that main floor and time floor are formed.Upper strata panel is fixedly connected with the top surface of main floor and time floor, and lower floor's panel is fixedly connected with the bottom surface of main floor and time floor.Hinged-support is connected at the bottom surface corner of wooden case unit.Wooden case unit can form the subglacial bearing-surface of large area, integrate carrying and insulation, can be provided for the ice face in indoor interim winter sports ice stadium effectively supporting.The present invention has the advantages such as unit bearing capacity is adjustable, integral rigidity is controllable, thermal resistance effect is adjustable, live dismounting is quick, storage convenient transportation, cost of manufacture are low.
Description
Technical field
The present invention relates to the dismountable subglacial supporting structure needed for a kind of interim laying indoor rink ice face and its construction
Method.
Background technology
Curling stone and Wheelchair Curling match will be held during Winter Olympic Games in 2022, winter Paralympic Games, in the Water Cube.To coordinate the winter
Venue requirement difficult to understand, Water Cube inside venue will be transformed, and indoor swimming place and hall are converted into the venue of event on ices temporarily.This
With regard to needing to build ice face and its infrastructure on the place of original conventional venue, event on ices recovers place original again after completing
Looks.Reconstructing with can not destroy original place during recovering.The operation demand of venue is considered simultaneously, it is desirable to can be quick
Conversion functionally is completed at any time in ground.
It is many that the conventional scheme on ice face basis is built on original place of venue, all kinds of building blocks is such as accumulated, sets up steel knot
Structure or concrete structure framework and pop-up warming plate or temperature control plate, or do waterproof on face in situ and directly pour ice etc..But these
Method does not possess versatility and flexibility, or assembly and disassembly cycle length, or basic heaviness is difficult to deploy large-scale construction equipment indoors
Operation, or original place is damaged seriously, or basic material can not repeat installation and utilize.A variety of drawbacks are unfavorable for place function
Change at any time, do not possess preferable economic benefit, also do not meet green development theme.
It is therefore desirable to develop a kind of energy-efficient scheme of indoor interim ice stadium ice face supporting, it is desirable to ice face bottom base
Plinth：1st, there is enough bearing capacity and stiffness, during ice-sports progress and can pour in the maintenance processes such as ice, it is ensured that ice
Face do not ftracture, without vibration, noiseless；2nd, there is preferable heat preservation and insulation, can as far as possible reduce ice sheet process of refrigerastion in
The temperature exchange on ground, Ice Temperature is delicately adjusted, and ensure that the original structure on venue ground does not endure cold cracking with coming off；
3rd, convenient disassembly, storage convenient transportation and repeatable utilization, it is desirable to which basis must be assembling, can be without using big
Dismounting is rapidly completed in the case of type plant equipment；4th, construction cost has preferable economy, and cost Control is in venue operation
In acceptable scope.
The content of the invention
The present invention provides a kind of indoor interim ice stadium ice face and supports compound wood box construction and its construction method, can make ice face
Reach the requirement of technical indicator in mechanics, calorifics and economy etc. to lower support structure, have the infrastructure of ice face
There have that high capacity, integral rigidity are big, heat insulation and preservation effect is good, live convenient disassembly, storage convenient transportation, cost of manufacture are low etc. to be excellent
Gesture.
The technical solution adopted for the present invention to solve the technical problems is：
This indoor interim ice stadium ice face supports compound wood box construction, including the planar wooden case unit of spelling group, described
Wooden case unit includes upper strata panel, lower floor's panel, main floor, secondary floor, supporting floor, flexible insulant material and hinged-support；
The flat shape of the wooden case unit is square, and main floor is arranged at four sides of wooden case unit, and secondary floor is in wood
Box unit interior parallel is arranged at intervals, and secondary floor is fixedly connected with main floor by connector and fastener, supports floor and each time
Floor vertical connection；
The main floor, secondary floor and supporting rib-shaped into area's lattice in be filled with flexible insulant material；
The top margin of the upper strata panel and main floor and time floor is fixedly connected, lower floor's panel and main floor and secondary floor
Base is fixedly connected；
The hinged-support is connected at the bottom surface corner of wooden case unit；
The web of the connector including U-shaped, the edge of a wing for being symmetrically extended out from the two sides of web and from the edge of a wing
Upper end bends the gib head formed backwards to web, and the connecting hole being spaced apart is provided with the web, the edge of a wing and gib head；
The web support of the connector is connected in the end of secondary floor and by the first fastener with time floor, described
The edge of a wing of connector is close to main floor and is connected by the second fastener with main floor, and the gib head of the connector is hooked on master
It is connected on floor and by the 3rd fastener with main floor.
Connected between the main floor and adjacent main floor using mortise and tenon formula.
It is fixedly connected between the supporting floor and secondary floor by air nail and structure glue.
The upper strata panel by structure glue sticking and is screwed with main floor and time floor；Lower floor's panel and main floor
By structure glue sticking and it is screwed with secondary floor.
The upper strata panel and lower floor's panel are multilayer gluing plank, form each layer veneer wood grain phase of multilayer gluing plank
It is mutually vertical.
The flexible insulant material is extruded sheet or mineral wool.
The edge of a wing lower surface of the connector is concordant with web, and gib head is higher by web.
The fastener that the secondary floor is connected with main floor also includes sequentially passing through main floor and secondary floor at node
4th fastener.
Vertical insertion circular hole is provided with the bottom surface corner of the wooden case unit；
The hinged-support includes angle bottom steel plate, steel sleeve and leveling bolt；
Angle bottom steel plate is horizontally disposed with, and screw hole and hole are provided with the steel plate of angle bottom, and angle bottom steel plate is by being through
Screw in screw hole is fixedly connected on the bottom surface of wooden case unit；
The steel sleeve has internal thread, and steel sleeve is embedded in the insertion circular hole on wooden case unit from bottom to top, and steel
The lower end of sleeve pipe is fixedly connected on the steel plate of angle bottom and communicated with hole；
The leveling bolt is threaded in the steel sleeve, and the upper end of leveling bolt is provided with small turret head, is adjusted
The lower surface of flat bolt is sphere.
Thin-walled bushing pipe is embedded with the insertion circular hole, above the steel sleeve, is filled with and protects in the thin-walled bushing pipe
Warm acoustic material.
The interim ice stadium ice face support operating method in this interior using compound wood box construction, include the factory of wooden case unit
The method that method for prefabricating and wooden case unit spell composition large area ice face basis at the scene；
The prefabrication method and step of the wooden case unit is as follows；
Step 1: enter the connection of places floor and main floor；
Step 2: carry out the connection of upper strata panel and primary and secondary floor；
Step 3: installation supporting floor；
Step 4: main floor, secondary floor and supporting rib-shaped into area's lattice in filling flexible heat-barrier material；
Step 5: carry out the connection of lower floor's panel and primary and secondary floor；
Step 6: integrally being drilled at the bottom surface corner of wooden case unit, hinged-support is installed；
Step 7: anti-corrosion, fire prevention processing；
The method and step that the wooden case unit spells composition large area ice face basis at the scene is as follows：
Step 1: by the hinged-support distance of wooden case unit, ground support plate is laid；
Step 2: first piece of wooden case unit is in place, the hinged-support of wooden case unit is aligned and is fixed on support plate；
Step 3: the hinged-support bolt of regulation wooden case unit, adjusts wooden case unit upper level, and leveling wooden case unit
Upper surface；
Step 4: second and third, four ... block wooden case units it is in place, each piece of installation repeats above-mentioned one to three step
Suddenly；
Step 5: forming overall ice face basis, and carry out overall levelling and the adjustment of local levelness；
Step 6: overall waterproof layer is laid above basis, so that manual pipe jacking ice face uses.
After the completion of the wooden case unit spells the method and step three on composition large area ice face basis at the scene, in lastblock wooden case
Adhere to flexible, compressible mineral wool, or stickup can be heat-insulated in whole side walls compressible pair in whole side walls on unit periphery
Face adhesive tape.
Beneficial effects of the present invention are as follows：
The present invention is square close stall bars box unit as the infrastructure of ice face using plane, and wooden case unit is mainly by upper
Deck panels, lower floor's panel, main floor and secondary floor composition, and can be formed one can stress jointly entirety.Wooden case unit is again
Can freely spell composition indoor rink ice face bearing-surface, maintain indoor rink ice face normal work, can with repeated disassembled and assembled, again
It is multiple to use.Wooden case unit can undertake ice face deadweight, refrigeration facility and pour icing equipment deadweight, sportsman's working load, and can be same
When ensure maintain ice face normal work needed for rigidity and heat-insulating property.
In terms of loading angle, upper and lower panel is mainly used in undertaking moment of flexure, and floor is mainly used in undertaking shearing, and secondary floor is simultaneously
Have the function that to reduce panel span and vertical shear is transferred to main floor, can be needed according to stress in a wooden case unit
Middle setting multi-pass floor.Supporting rib is for maintaining shape between time floor and stably, not playing intermal force.Main floor position
In wooden case periphery, it is responsible for giving the Shear transfer that secondary floor transmits to corner bearing.Wooden case unit makes in the bearing area in four corners
With 4 freely-supported forms, substructure or flooring are supported on.The hinged-support set at corner can adjust whole unit
Absolute altitude and the whole unit plane of leveling.
Upper and lower deck panels are formed using the orthogonal thin plate gluing of multilayer wood grain, so that two in face of panel
Horizontal direction all has higher Anti-pull-press bearing capacity.According to insulation requirement in area's lattice of primary and secondary rib composition between upper and lower panel
Filling flexible insulation material, such as extruded sheet, mineral wool.Due to wooden case panel and floor timber thermal conductivity factor in itself not
Greatly, floor area shared in wooden case plane also very little, coordinates the smaller heat-barrier material of the thermal conductivity factor in floor area lattice, can
It is no more than 0.3W/ (m to realize that overall wood composite box unit has2K mean heat transfer coefficient), so as to reduce to greatest extent
The heat exchange of ice face bottom.To reduce the cross-ventilation inside wooden case, insulation material need to be full of each area's lattice, reduce inside area's lattice
Volume of air.
The connector that the present invention designs employs the shape of coupling type, and side is to be with the gib head of main floor mounting, side
The web of support time floor, it is simple for structure；By the metal sheet of given shape, such as steel plate, continuous cold working bending forms, and makes
Make simply, the maximum shear that may be transmitted according to secondary floor, connector thickness and width is resisted by the effective cross-section of connector steel
Draw and calculate with the calculation of the local compress of primary and secondary floor timber to determine；Coupling type shear connector is the main of primary and secondary rib node point connection
Force transmission partses, and coordinate bolt that shear connector uses and screw not Transfer of Shear, only play a part of installation, positioning.
The shear connector of the present invention is used to be connected to time between floor and main floor, can be effectively by the perpendicular of secondary floor
Main floor normal thereto is given to Shear transfer, the end shearing of secondary floor is converted into the Local bearing capacity of time floor end,
And shear connector is passed to, then the stretching resistance by shear connector, pass to main floor.Main rib in connecting node position
Plate is similarly in local compression state, effectively solves the problems, such as shear connector Lack of support between secondary floor and main floor,
Node shear-carrying capacity can be strong with primary and secondary floor section etc., enhances the connection integrity of connecting node position.Due to using
Shear connector connects primary and secondary floor, without excessive shearing bolt or screw, to the section of primary and secondary floor without substance
Weaken.
The present invention is between secondary floor and main floor during Transfer of Shear, by the shear connector of coupling type, by secondary floor
The shearing of end is converted into secondary partial pressing between floor and shear connector, effectively increases node point connection transmission and cuts
The ability of power, the strong shear connections such as realize in timber structure when time floor is connected to main floor, avoid using substantial amounts of bolt
Or mode connects for screw reduces node area size simultaneously, simplify the structural form of connection and the intermediate node of secondary floor and main floor connects
The way connect, it is easy to construct, improves efficiency of construction and bonding strength, improve the utilization ratio of time floor, improves shear connections
Reliability, solve the problems, such as traditional shearing bolt or screw Lack of support.
Heretofore described hinged-support high capacity, while height is adjusted, and also there is simple structure, operation side
Just, can Reusability, using it is very flexible the advantages of, suitable for it is all kinds of build temporarily, it is detachable, need to reuse it is light-duty
Timber structure platform.During if insulation, sound isolation requirement, hinged-support can also effectively separate the bang path of heat and sound wave,
Bearing installation place realizes heat-insulated, sound insulation function.
Heretofore described hinged-support, which is provided with, has female steel sleeve, and leveling bolt conduct is used in steel sleeve
Levelling device, the characteristic of preferable hinged-support can be achieved.Steel bushing bottom of the tube uses the following table of angle bottom steel plate and light-duty wooden platform
Face is fixed, and can prevent steel sleeve own rotation., can be real in the reserved insertion hole of steel sleeve embedment light-duty wooden platform corner
Bend to carry out Levelling operation above present light-duty wooden platform.The leveling bolt is also Force transmission partses, and Path of Force Transfer is tune
Flat bolt, embedded steel sleeve, angle bottom steel plate, the corner flitch of light-duty wooden platform or wooden rib.
Hinged-support is applied to light-duty wooden platform（Such as the compound wood box construction list of indoor interim ice stadium ice face supporting
Member）In 4 freely-supporteds corner bearing on, solve light-duty wooden platform small range highly adjust and levelness regulation
The problem of, the light-duty wooden platform that light-duty wooden platform forms is convenient to mount and dismount, to the strong applicability in place, and there is 2t
Bearing capacity and good heat insulation performance.
The present invention solves the problems, such as, by the lower support that existing stadiums remaking surface is ice face, do not destroying original field
On the premise of ground, interim conversion functionally can be quickly completed using compound wood box construction, for by existing common stadium
Shop is transformed into winter sports venue and provides a kind of technical feasible program.Compound wood box construction can be set up with rapid-assembling/disassembling
Cycle is short, and about 1800 square metres of ice face lower support can be completed in 3 days.The conventional timber of compound wood box construction use,
Steel and connector, commercially convenient material drawing, makes machining accuracy and readily satisfies requirement.Compound wood box construction can be weighed repeatedly
It is multiple to use, save the construction cost more than 70% of indoor interim ice face.The regular shape of compound wood box construction, it is easy to store and transports
It is defeated, inventory dues and traffic expense more than 40% can be saved.Compound wood box construction has good effect of heat insulation, can realize ice face
Fast-refrigerating, and temperature exchange can be effectively reduced, the energy more than 50% can be saved.
Brief description of the drawings
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the planar structure schematic diagram of wooden case unit.
Fig. 2 is the structural representation of Figure 1A-A sections.
Fig. 3 is the structural representation of Figure 1B-B sections.
Fig. 4 is the dimensional structure diagram of wooden case unit.
Fig. 5 is the cloth nail schematic diagram that panel is connected with floor.
Fig. 6 is the schematic diagram that wooden case unit freely spells composition ice stadium bearing-surface.
Fig. 7 is the dimensional structure diagram of connector.
Fig. 8 is the dimensional structure diagram at main floor and time floor node.
Fig. 9 is fastener distribution schematic diagram.
Figure 10 is the structural representation of Fig. 9 A-A sections.
Figure 11 is the planar structure schematic diagram of hinged-support.
Figure 12 is the vertical section structural representation of hinged-support.
Figure 13 is the schematic diagram that hinged-support is connected with wooden case unit bottom surface.
Reference：1- upper stratas panel, 2- lower floors panel, 3- main floors, 4- floor, 5- supportings floor, 6-
Flexible insulant material, 7- hinged-supports, 8- screws, 9- wooden cases unit, 10- connectors, 11- webs, the 12- edges of a wing, 13-
Gib head, 14- connecting holes, the fasteners of 15- first, the fasteners of 16- second, the fasteners of 17- the 3rd, the fasteners of 18- the 4th,
19- insertion circular hole, 20- angles bottom steel plate, 21- steel sleeves, 22- leveling bolts, 23- screw holes, 24- holes, 25- thin-walleds bushing pipe,
26- heat-insulating and noise-insulating materials.
Embodiment
For embodiment referring to shown in Fig. 1-13, this indoor interim ice stadium ice face supports compound wood box construction, is included in plane
The wooden case unit 9 of interior spelling group, the wooden case unit include upper strata panel 1, lower floor's panel 2, main floor 3, secondary floor 4, supporting rib
Plate 5, flexible insulant material 6 and hinged-support 7.
The flat shape of the wooden case unit is square, and main floor 3 is arranged at four sides of wooden case unit, main floor 3 with
Connected between adjacent main floor using mortise and tenon formula.Secondary floor 4 is arranged at intervals in wooden case unit interior parallel, secondary floor 4 and main rib
Plate 3 is fixedly connected by connector 10 with fastener.Support floor 5 and each secondary vertical connection of floor 4.Support floor 5 and time floor 4
Between can be fixedly connected by air nail with structure glue.Glued wood or solid wood board can be used in primary and secondary floor, the biography according to needed for floor
The shearing passed, it may be determined that the thickness and height of floor.Because the shearing strength of timber is relatively low, it usually needs larger floor is high
Degree.
Flexible insulant material 6 is filled with area's lattice that the main floor 3, secondary floor 4 and supporting floor 5 are formed.It is flexible every
Hot material 6 can use extruded sheet or mineral wool.
Referring to shown in Fig. 2, Fig. 5, the upper strata panel 1 is fixedly connected with the top margin of main floor 3 and time floor 4, subsurface
Plate 2 is fixedly connected with the base of main floor 3 and time floor 4.Upper strata panel 1 can be by structure glue sticking with main floor 3 and time floor 4
And fixed with screw 8.Lower floor's panel 2 can be fixed with main floor 3 and time floor 4 by structure glue sticking and with screw 8.Upper strata panel
1 and lower floor's panel 2 can be multilayer gluing plank, form multilayer gluing plank each layer veneer wood grain be mutually perpendicular to.
Referring to shown in Fig. 1, Fig. 5, the hinged-support 7 is connected at the bottom surface corner of wooden case unit.
Referring to shown in Fig. 7-10, the connector 10 includes the web 11 of U-shaped, is symmetrically extended out from the two sides of web
The edge of a wing 12 and from the upper end on the edge of a wing backwards to the gib head 13 that forms of web bending.The lower surface of the edge of a wing 12 of connector 10 and abdomen
Plate 11 is concordant, and gib head 13 is higher by web 11.The connecting hole 14 being spaced apart is provided with web 11, the edge of a wing 12 and gib head 13.
The support of web 11 of the connector 10 connects in the end of secondary floor 4 and by the first fastener 15 and time floor 4
Connect, the edge of a wing 12 of the connector 10 is close to main floor 3 and is connected by the second fastener 16 with main floor 3, the connector
10 gib head 13 is hooked on main floor 3 and is connected by the 3rd fastener 17 with main floor 3.
Shown in Figure 9, the fastener that the secondary floor 4 is connected with main floor 3 also includes sequentially passing through master at node
4th fastener 18 of floor 3 and time floor 4.
First fastener 15, the second fastener 16, the 3rd fastener 17, the 4th fastener 18 can be bolt or spiral shell
Nail.
Referring to shown in Figure 11-13, vertical insertion circular hole 19 is provided with the bottom surface corner of the wooden case unit.
The hinged-support 7 includes angle bottom steel plate 20, steel sleeve 21 and leveling bolt 22.
Angle bottom steel plate 20 is horizontally disposed, and screw hole 23 and hole 24 are provided with angle bottom steel plate 20, angle bottom steel plate
20 are fixedly connected on by the screw being through in screw hole 23 on the bottom surface of wooden case unit.
The steel sleeve 21 has internal thread, and steel sleeve 21 is embedded in the insertion circular hole 19 on wooden case unit from bottom to top,
And the lower end of steel sleeve 21 is fixedly connected on angle bottom steel plate 20 and communicated with hole 24.
The leveling bolt 22 is threaded in the steel sleeve 21, and the upper end of leveling bolt 22 is provided with small hexagonal
Head, the lower surface of leveling bolt 22 is sphere.
In the insertion circular hole 19, the top of the steel sleeve 21 be embedded with thin-walled bushing pipe 25, in the thin-walled bushing pipe 25
Filled with heat-insulating and noise-insulating material 26.
Each wooden case unit of the invention is in the prefabricated completion of processing factory.Material requirement：The timber such as the floor of wooden case, panel
Intensity is not lower than the existing Code for design of timber structures in China（GB50005-2003）Each intensity index of middle TC17B levels；Wooden case is each
Use shearing strength during structure glue sticking to be not less than 5.9MPa between component, and select waterproof glue；The grade of connector steel plate
Not lower than Q235B levels, and should have good cold-forming property.
The prefabrication method and step of wooden case unit is as follows；
Step 1: enter the connection of places floor 4 and main floor 3, and usable metal connecting piece and bolt connection, vertical two
Connected between individual main floor using the mortise and tenon formula of mutually opening occlusion；
Step 2: carrying out the connection of upper strata panel 1 and primary and secondary floor, mode connects for screw and structure glue sticking can be used simultaneously,
Fig. 4 is seen in cloth nail position；
Step 3: air nail and structure glue sticking are used between installation supporting floor 5, with secondary floor, it is secondary for supporting
Floor, and maintain time geometry of floor area lattice；
Step 4: the filling flexible heat-barrier material 6 in area's lattice that main floor 3, secondary floor 4 and supporting floor 5 are formed,
Area's lattice are completely filled out, can be fixed with a little structure glue；
Step 5: carry out the connection of lower floor's panel 2 and primary and secondary floor；
Step 6: integrally being drilled at the bottom surface corner of wooden case unit, hinged-support 7 is installed；
Step 7: anti-corrosion, fire prevention processing.
The method and step that wooden case unit spells composition large area ice face basis at the scene is as follows：
Step 1: by the distance of hinged-support 7 of wooden case unit, ground support plate is laid；
Step 2: first piece of wooden case unit is in place, the hinged-support of wooden case unit is aligned and is fixed on support plate；
Step 3: the hinged-support bolt of regulation wooden case unit, adjusts wooden case unit upper level, and leveling wooden case unit
Upper surface；Adhere to flexible, compressible mineral wool in whole side walls on first piece of wooden case unit periphery, or glued in whole side walls
Paste compressible two-sided tape that can be heat-insulated；
Step 4: second and third, four ... block wooden case units it is in place, each piece of installation repeats above-mentioned one to three step
Suddenly；
Step 5: forming overall ice face basis, and carry out overall levelling and the adjustment of local levelness；
Step 6: overall waterproof layer is laid above basis, so that manual pipe jacking ice face uses.
Claims (8)
1. a kind of indoor interim ice stadium ice face supports compound wood box construction, it is characterised in that：Include the wooden case of planar spelling group
Unit（9）, the wooden case unit includes upper strata panel（1）, lower floor's panel（2）, main floor（3）, secondary floor（4）, supporting floor
（5）, flexible insulant material（6）And hinged-support（7）；
The flat shape of the wooden case unit is square, main floor（3）It is arranged at four sides of wooden case unit, secondary floor（4）
Wooden case unit interior parallel is arranged at intervals, secondary floor（4）With main floor（3）By connector（10）It is fixedly connected, props up with fastener
Hold floor（5）With each secondary floor（4）Vertical connection；
The main floor（3）, secondary floor（4）With supporting floor（5）Flexible insulant material is filled with area's lattice of formation（6）；
The upper strata panel（1）With main floor（3）With secondary floor（4）Top margin be fixedly connected, lower floor's panel（2）With main floor
（3）With secondary floor（4）Base be fixedly connected；
The connector（10）Web including U-shaped（11）, the edge of a wing that from the two sides of web is symmetrically extended out（12）And
The gib head formed from the upper end on the edge of a wing backwards to web bending（13）, the web（11）, the edge of a wing（12）And gib head（13）It is upper equal
It is provided with the connecting hole being spaced apart（14）；
The connector（10）Web（11）Support is in secondary floor（4）End and pass through the first fastener（15）With secondary rib
Plate（4）Connection, the connector（10）The edge of a wing（12）It is close to main floor（3）And pass through the second fastener（16）With main floor
（3）Connection, the connector（10）Gib head（13）It is hooked on main floor（3）Go up and pass through the 3rd fastener（17）With main rib
Plate（3）Connection；
The hinged-support（7）It is connected at the bottom surface corner of wooden case unit；
Vertical insertion circular hole is provided with the bottom surface corner of the wooden case unit（19）；
The hinged-support（7）Including angle bottom steel plate（20）, steel sleeve（21）And leveling bolt（22）；
Angle bottom steel plate（20）It is horizontally disposed, and angle bottom steel plate（20）On be provided with screw hole（23）And hole（24）, angle bottom
Steel plate（20）By being through screw hole（23）In screw be fixedly connected on the bottom surface of wooden case unit；
The steel sleeve（21）There are internal thread, steel sleeve（21）The insertion circular hole being embedded in from bottom to top on wooden case unit（19）
In, and steel sleeve（21）Lower end be fixedly connected on angle bottom steel plate（20）Upper and and hole（24）Communicate；
The leveling bolt（22）It is threaded in the steel sleeve（21）In, and leveling bolt（22）Upper end be provided with it is small by six
Angle head, leveling bolt（22）Lower surface be sphere；
The insertion circular hole（19）In, the steel sleeve（21）Top be embedded with thin-walled bushing pipe（25）, the thin-walled bushing pipe
（25）In be filled with heat-insulating and noise-insulating material（26）；
The main floor（3）It is connected between adjacent main floor using mortise and tenon formula.
2. indoor interim ice stadium ice face according to claim 1 supports compound wood box construction, it is characterised in that：The supporting
Floor（5）With secondary floor（4）Between be fixedly connected by air nail with structure glue.
3. indoor interim ice stadium ice face according to claim 1 supports compound wood box construction, it is characterised in that：The upper strata
Panel（1）With main floor（3）With secondary floor（4）By structure glue sticking and use screw（8）It is fixed；Lower floor's panel（2）With main floor
（3）With secondary floor（4）By structure glue sticking and use screw（8）It is fixed.
4. indoor interim ice stadium ice face according to claim 1 supports compound wood box construction, it is characterised in that：The upper strata
Panel（1）With lower floor's panel（2）For multilayer gluing plank, each layer veneer wood grain for forming multilayer gluing plank is mutually perpendicular to；Institute
State flexible insulant material（6）For extruded sheet or mineral wool.
5. indoor interim ice stadium ice face according to claim 1 supports compound wood box construction, it is characterised in that：The connection
Part（10）The edge of a wing（12）Lower surface and web（11）Concordantly, gib head（13）It is higher by web（11）.
6. indoor interim ice stadium ice face according to claim 1 supports compound wood box construction, it is characterised in that：The secondary rib
Plate（4）With main floor（3）The fastener of connection also includes sequentially passing through main floor at node（3）With secondary floor（4）The 4th
Fastener（18）.
A kind of 7. interim ice stadium ice face supporting construction in interior using compound wood box construction described in claim 1~6 any one
Method, it is characterised in that：Prefabrication method and wooden case unit including wooden case unit spell composition large area ice face at the scene
The method on basis；
The prefabrication method and step of the wooden case unit is as follows；
Step 1: enter places floor（4）With main floor（3）Connection；
Step 2: carry out upper strata panel（1）With the connection of primary and secondary floor；
Step 3: installation supporting floor（5）；
Step 4: in main floor（3）, secondary floor（4）With supporting floor（5）Filling flexible heat-barrier material in area's lattice of formation（6）；
Step 5: carry out lower floor's panel（2）With the connection of primary and secondary floor；
Step 6: integrally being drilled at the bottom surface corner of wooden case unit, hinged-support is installed（7）；
Step 7: anti-corrosion, fire prevention processing；
The method and step that the wooden case unit spells composition large area ice face basis at the scene is as follows：
Step 1: by the hinged-support distance of wooden case unit, ground support plate is laid；
Step 2: first piece of wooden case unit is in place, the hinged-support of wooden case unit is aligned and is fixed on support plate；
Step 3: the hinged-support bolt of regulation wooden case unit, adjusts wooden case unit upper level, and leveling wooden case unit upper table
Face；
Step 4: second and third, four ... block wooden case units it is in place, the step of each piece of installation repeats above-mentioned one to three；
Step 5: forming overall ice face basis, and carry out overall levelling and the adjustment of local levelness；
Step 6: overall waterproof layer is laid above basis, so that manual pipe jacking ice face uses.
8. indoor interim ice stadium ice face support operating method according to claim 7, it is characterised in that：The wooden case unit
After the completion of the method and step three for spelling composition large area ice face basis at the scene, in whole side walls on lastblock wooden case unit periphery
Adhere to flexible, compressible mineral wool, or the compressible two-sided tape that stickup can be heat-insulated in whole side walls.
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Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191325286A (en) * | 1913-08-05 | 1914-06-11 | Kristallit Sporteis Ges Mit Be | Improvements in the Methods of Laying or Supporting Imitation Ice Surfaces for Skating Rinks and the like. |
| CN2155400Y (en) * | 1993-04-12 | 1994-02-09 | 刘东泽 | Silencing and insulated wood floor block |
| CN2157244Y (en) * | 1993-02-18 | 1994-02-23 | 林锦桂 | Combined wall slab siting support |
| CN2426505Y (en) * | 2000-03-26 | 2001-04-11 | 廖菊生 | Prefabricated component for wood house |
| CN2642916Y (en) * | 2003-08-22 | 2004-09-22 | 杨邵军 | Antistatic floor bearing leg |
| CN1989308A (en) * | 2004-05-27 | 2007-06-27 | 拜尔卡博企业有限责任公司 | Mounting clips for siding boards |
| CN201024370Y (en) * | 2006-06-01 | 2008-02-20 | 肖忠渊 | Floor for skating rink |
| CN101509312A (en) * | 2009-03-25 | 2009-08-19 | 江苏华东机房集团有限公司 | False floor tile and floor system composed of same |
| CN203729443U (en) * | 2014-02-10 | 2014-07-23 | 沈一军 | Metal connector applicable to wood structural beam |
| CN204435158U (en) * | 2015-01-21 | 2015-07-01 | 王震宇 | A kind of safe river surface ice stadium pedestal |
| CN205368947U (en) * | 2015-12-29 | 2016-07-06 | 北京国家游泳中心有限责任公司 | Compound wooden case structure of indoor interim skating rink ice surface supporting |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2531882A1 (en) * | 2005-01-04 | 2006-07-04 | Scott Mcandrew | Improved hanger |
-
2015
- 2015-12-29 CN CN201511002155.XA patent/CN105525558B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191325286A (en) * | 1913-08-05 | 1914-06-11 | Kristallit Sporteis Ges Mit Be | Improvements in the Methods of Laying or Supporting Imitation Ice Surfaces for Skating Rinks and the like. |
| CN2157244Y (en) * | 1993-02-18 | 1994-02-23 | 林锦桂 | Combined wall slab siting support |
| CN2155400Y (en) * | 1993-04-12 | 1994-02-09 | 刘东泽 | Silencing and insulated wood floor block |
| CN2426505Y (en) * | 2000-03-26 | 2001-04-11 | 廖菊生 | Prefabricated component for wood house |
| CN2642916Y (en) * | 2003-08-22 | 2004-09-22 | 杨邵军 | Antistatic floor bearing leg |
| CN1989308A (en) * | 2004-05-27 | 2007-06-27 | 拜尔卡博企业有限责任公司 | Mounting clips for siding boards |
| CN201024370Y (en) * | 2006-06-01 | 2008-02-20 | 肖忠渊 | Floor for skating rink |
| CN101509312A (en) * | 2009-03-25 | 2009-08-19 | 江苏华东机房集团有限公司 | False floor tile and floor system composed of same |
| CN203729443U (en) * | 2014-02-10 | 2014-07-23 | 沈一军 | Metal connector applicable to wood structural beam |
| CN204435158U (en) * | 2015-01-21 | 2015-07-01 | 王震宇 | A kind of safe river surface ice stadium pedestal |
| CN205368947U (en) * | 2015-12-29 | 2016-07-06 | 北京国家游泳中心有限责任公司 | Compound wooden case structure of indoor interim skating rink ice surface supporting |
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